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MICHAEL <br />W O <br />-G- — — — — — — <br />_G_ — — — — G- — <br />15 <br />U <br />J <br />� I <br />REFER TO CALIFORNIA STORM <br />WATER QUALITY BEST <br />MANAGEMENT PRACTICES <br />HANDBOOK. CALIFORNIA <br />STORM WATER QUALITY <br />ASSOCIATION. <br />STREET SWEEPING AND VACUUMING (SE -7) <br />SANITARY <br />SEWER WASTE MANAGEMENT <br />(WM-9) <br />O <br />CONCRETE <br />WASTE MANAGEMENT SEE THIS <br />SHEET <br />PERFORA TED 4" PVC <br />MATERIAL <br />DELIVERY AND STORAGE (WM-1) <br />MATERIAL <br />USE (WM-2) <br />STOCKPILE <br />MANAGEMENT (WM-3) <br />SPILL PREVENTION AND CONTROL (WM-4) <br />UNAUTHORIZED CHANGES AND USES: <br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE <br />FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF <br />THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING <br />AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. <br />2X6 ROUGH WOOD <br />FRAME SECURELY <br />FASTENED AROUND <br />ENTIRE PERIMETER <br />ROUGH WOOD FRAME <br />STRAW BALE <br />0� <br />SAND BAG - <br />SANDBAG <br />PLASTIC LINING <br />STRAW BALES <br />BINDING WIRE <br />NATIVE MATERIAL (OPTION <br />SECTION A- A <br />AVENUE <br />VARIES <br />ACTUAL SIZE WILL BE ESTIMATED <br />BASED ON SIZE OF CONCRETE POUR(S). <br />PLAN VIEW <br />ABOVE GRADE CONCRETE WASHOUT DETAIL <br />NOT TO SCALE <br />NO.I DESCRIPTION <br />REVISIONS <br />-G- - <br />ow <br />SCALE: 1"=20' <br />0 20 40 <br />W <br />N <br />m � <br />JOO <br />U3oa <br />Li <br />W W v) W <br />N < F- <br />(n m Ld <br />Jp U <br />� <br />�' o <br />U� U <br />Q I- o <br />W <br />EX/S77NG OPEN <br />5 CM (2 ") <br />DATE: <br />O <br />O <br />O <br />O <br />O <br />PERFORA TED 4" PVC <br />PLASTIC LINING <br />eo <br />0 <br />O <br />O <br />O <br />O <br />O <br />MAXIMUM <br />PLAN VIEW <br />ABOVE GRADE CONCRETE WASHOUT DETAIL <br />NOT TO SCALE <br />NO.I DESCRIPTION <br />REVISIONS <br />-G- - <br />ow <br />SCALE: 1"=20' <br />0 20 40 <br />W <br />N <br />m � <br />JOO <br />U3oa <br />Li <br />W W v) W <br />N < F- <br />(n m Ld <br />Jp U <br />� <br />�' o <br />U� U <br />Q I- o <br />W <br />EX/S77NG OPEN <br />5 CM (2 ") <br />DATE: <br />EXIS7ING DROP <br />INLET GRA TE DETA/L A EX/STING DROP <br />>. 3 CM (5-) <br />BACK HOOD <br />DRAWN: <br />MINIMUM <br />PERFORA TED 4" PVC <br />WE <br />CHECKED: <br />ZCW <br />CURB /NLET GRA TE <br />MAXIMUM <br />DETAIL A <br />a: <br />MINIMUM <br />% ;, . <br />BAG WIDTH <br />5 CM (2 ") <br />\ (BACK OF / <br />CONTACT <br />\ GRA TE) / <br />AT FRONT <br />F/L TER BAG <br />_ <br />AND SIDES <br />CONTACT <br />FRAME <br />(OPTIONAL) <br />EX/SUNG DROP <br />ALL SIDES <br />INLET GRA TE <br />BAG WIDTH <br />INDEX <br />DETA/L A <br />NOTE: <br />OUTLET PIPE OUTLET PIPE FILTER BAGS TO BE <br />USED ON ALL STORM <br />STORM DRA/N INLET F/L TER BAG DRAIN INLETS. <br />NO SCALE <br />STORM DRAIN /NLET FIL TER BAG NOTES.• <br />THE MAXIMUM DRAINAGE AREA PER FILTER SHALL BE NO MORE THAN 2 ACRES. <br />THE FILTER BAG SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE NYLON, POLYESTER, OR ETHYLENE FABRIC WITH <br />A MIN. TENSILE STRENGTH OF 50 LBS. PER LINEAL FOOT. AN EQUIVALENT OPENING SIZE NOT GRATER THAN 20 SIEVE AND WITH <br />A MIN. FLOW RATE OF 40 GALLONS/ MINUTE/ SQ.FT. <br />THE FILTER BAG MAY BE SUSPENDED FROM OR HELD IN PLACE BY EXISTING INLET GRATE, PROVIDED NO MODIFICATION OR <br />DAMAGE SHALL BE DONE TO THE INLET GRATE OR FRAME. THE INLET GRATE SHALL NOT BE CAUSED TO REST MORE THAN 1.3CM <br />(.5") ABOVE THE INLET FRAME (SEE DETAIL A ) <br />THE FILTER BAG MAY EXTEND TO THE BOTTOM OF THE INLET BOX PROVIDED THE OUTLET PIPE IS UNOBSTRUCTED. <br />FLOWS SHALL NOT BE ALLOWED TO BYPASS THE FILTER BAG. THE BAG OR ITS FRAME SHALL CATCH FLOWS AT ALL SIDES OF <br />THE INLET EXCEPT AS SHOWN FOR FLOOD RELEASE <br />INLET FILTERBAGS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT DURING THE WET SEASON AND WEEKLY <br />DURING THE DRY SEASON. SEDIMENT AND DEBRIS SHALL BE REMOVED. <br />IEINLET PROTECTION <br />ccSITE SAMPLING STATION <br />LAND <br />pRY a <br />NO. 7600 <br />EX. 12-31-2018 <br />OF ch <br />Q""ESS'o <br />�PGNPRY C. It?c l �y <br />z <br />W NO. 48717 <br />cy-' EXPIRES. 9-30-2018 <br />.�� >OFIV�CAV�F'�3 <br />F <br />DATE BY WONG ENGINEERS, INC. <br />PLANNING ENGINEERING SURVEYING <br />4578 FEATHER RIVER DRIVE, SUITE A <br />STOCKTON, CALIFORNIA (209)476-0011 <br />C � R.C.E. 48717 <br />2 Lll_�_� DATE 12/30/16 L.S. 7600 <br />PLAN 14EW <br />MM AJkl A/lC IAII CT <br />v�OF INLET <br />DRAINAGE INLET <br />SECTION <br />TEMPORARY GRAVEL BAG FILTER AT INLET <br />NO SCALE <br />JOB NO.: <br />3904 <br />DATE: <br />DEC. 2016 <br />SCALE: <br />AS SHOWN <br />DRAWN: <br />ZK/WS <br />DESIGN: <br />WE <br />CHECKED: <br />ZCW <br />MICHAEL AVENUE <br />800-227-2600 <br />ORE YO <br />G2 111 (v J <br />c'�'(XjND SERNCF. <br />.2R 7-/7 WnRll nPFRd T/nNC <br />STOCKTON <br />CALIFORNIA <br />EROSION CONTROL PLAN & DETAILS <br />;�_. a 3 <br />3 <br />OF THREE <br />FILE 3904 <br />